A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
T‐Stub Connections
A comparison between results from the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for T‐stub connections is presented in this chapter. The limit states evaluated are slip, bolt tension and shear interaction strength, and flexural yielding of the flanges of the T‐stub and the beam. The impact of prying action is considered.
T‐Stub Connections
A comparison between results from the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for T‐stub connections is presented in this chapter. The limit states evaluated are slip, bolt tension and shear interaction strength, and flexural yielding of the flanges of the T‐stub and the beam. The impact of prying action is considered.
T‐Stub Connections
StatiCa, IDEA (author) / Denavit, Mark (author) / Nassiri, Ali (author) / Mahamid, Mustafa (author) / Vild, Martin (author) / Sezen, Halil (author)
2024-10-15
11 pages
Article/Chapter (Book)
Electronic Resource
English
bolted connections , design , prying , T‐stub
Test Analysis of Stiffened T-Stub Connections
| British Library Conference Proceedings | 2015
Semi-rigid connections, T-Stub-Modelle : Versuchsbericht
| TIBKAT | 1997
Cyclic modeling of T-stub bolted connections
| British Library Conference Proceedings | 2000
Semi-rigid connections, T-Stub-Modelle : Versuchsbericht
| UB Braunschweig | 1997
A Novel Approach for Bolted T-Stub Connections
| Springer Verlag | 2018